Cfd Modelling

In: Science

Submitted By alisial
Words 3280
Pages 14
Impact Analysis of Overflow Spillway on U/S Flows & Hydraulic
Structure using CFD Technique – A Case Study of Marala HPP
Ali Nawaz Khan1, Muhammad Kaleem Sarwar2, Dr. Sajid Mehmood3, Azhar Bashir Magsi4
1.
2.
3.
4.

Research fellow and corresponding author, Centre of Excellence in Water Resources Engineering, University of
Engineering and Technology Lahore, Pakistan. E-mail: alinawaz.ce@gmail.com,
Assistant Professor, Centre of Excellence in Water Resources Engineering, University of Engineering and Technology
Lahore, Pakistan. E-mail: eng_Kaleem@yahoo.com
Assistant Professor, Centre of Excellence in Water Resources Engineering, University of Engineering and Technology
Lahore, Pakistan. E-mail: smahmoodpk@yahoo.com
Project Manager, Sinotec Co., Ltd., Lahore, Pakistan. E-mail: azhar_magsi@yahoo.com
Abstract
Barrages and canal falls are considered as a readily available option for hydropower generation as the pre-requisites of water and head are conveniently available on such sites. Most important aspect of such scheme is to set the levels of hydraulic structures so that there is absolutely no disturbance to the irrigation flows which is the basic purpose of the barrage and canal network. At the same time finding the optimum level for the proposed structures so that the maximum hydropower benefits are yielded through the scheme without compromising the safety. Present study intends to investigate the same for Marala Hydropower Project (MHP) proposed on Upper Chenab Canal (UCC) off-shooting from Marala Barrage on River Chenab. In order to define the optimum crest level of the spillway such that there is no negative impact on the discharge passing capacity of the UCC head regulator, two-pronged strategy has been applied
i.e. using computational flow dynamics (CFD) computer software and analytical approach. The results of modelling are first…...

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